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本文初步讨论了深井摆地震仪的软标定问题,给出了软标定方法的计算公式,分析了软标定误差对地震参数的影响,并对山东聊城台深井地震仪进行了软标定。 相似文献
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海底地震观测是观测地震学的一个重要组成部分,文章介绍了近三十年来国际海洋地震观测的发展,阐述了海底地震观测系统的类型,沉浮式海底地震仪、海底井下地震仪、海底电缆式地震仪的基本结构、性能,及其主要指标。 相似文献
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JD-2F型井下地震计是在JD-2型深井地震仪的基础上，经过进一步的技术改进并引入电子反馈技术而研制成功的。它是为井下地震台的数字化改造而研制的，是JD-2型地震仪的替代产品。本文通过对比，重点介绍了它的主要技术指标及结构特点。 相似文献
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为了探索在高噪声干扰地区获取高信噪比地震信息的有效途径,本文分析了我国第一个超深井地震观测站江苏东海地壳活动国家野外科学观测研究站设置在地面与井下三个不同深度处的地震仪所记录的波形及其信噪比特征。结果显示：由于观测研究站周围强烈的噪声扰动,地面地震仪记录中无法识别ML0.8地方震波形,而深井地震仪可清晰地记录到该小震波形,且深井地震仪可观测到较地面地震仪更多的零级或负震级地震;井下三组不同深度地震仪所记录波形的信噪比均远高于地面地震仪,且不同深度地震波形信噪比的平均值随仪器深度的增大而增加。井下1 559.5 m处的地震仪的波形平均信噪比为69.20 dB,2 545.5 m处的信噪比达到74.15 dB,均达到高保真波形的信噪比值,这说明1 500 m深处地震仪所观测到的波形可以有效地避免地面干扰,因此深井地震观测能够提供高信噪比的波形资料,为研究震源过程和场地效应等提供真实可靠的基础资料,这也预示着深井观测将促进深井地震学的研究与发展。 相似文献
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井下甚宽频带地震观测能获取来自地球内部微弱的、丰富的、准确的宽频带地壳活动信息,包括地层微破裂、慢地震等,对地震学、地震预报和相关学科均有重要的科学研究意义和实际应用价值。研制具有我国自主知识产权的井下甚宽频带地震仪,并推进其工程化、产业化是地震观测仪器发展的重要方向之一。本文介绍了国家重点研发项目重大科学仪器设备开发专项 “井下甚宽频带地震仪的研制与应用开发” 的研究目标、研究内容及主要创新点。项目首次在国内外成功研制了可应用于2000 m深井观测的、完全自主知识产权的甚宽频带地震仪,并将在国家级重大项目中示范应用,打破了国外在井下甚宽频带地震观测的领先地位,促进了国内地震观测科学技术的发展。项目的主要进展将在项目专题中的4篇文章中分别进行介绍。 相似文献
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对昆明基准地震台山洞内放置的宽频带地震仪BBVS-60及井下放置的GL-S60B深井宽频带地震仪所记录的地震进行信噪比、P波到时差、波形相关性和频谱分析,得出地面与井下记录地震的差异情况。结果表明:①井下台信噪比与地面台信噪比相比提高有限,仅NS向提升明显;②地面台和井下台记录地震的P波到时基本一致;③在震中距小于3.1°时,地面台和井下台记录地震波波形相关度较低甚至不相关;在震中距大于3.1°后,波形相关度较高;④1.5～8.0Hz背景噪声差异,是震中距小于3.1°时地面台和井下台地震波形差异的主要原因。 相似文献
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昆明地震台地面与井下地震观测背景噪声对比 总被引：1，自引：1，他引：0
对昆明地震台山洞内放置的宽频带地震仪BBVS-60及观测井内放置的GL-S60B深井宽频带地震仪所记录的资料,进行背景噪声对比分析,得到基岩地区地面及井下背景噪声干扰,为今后在云南地区推广井下观测提供参考依据。结果显示,在1—20 Hz频段内,井下台背景噪声RM_S值比地表台小,降噪效果UD向达30%以上,EW向达50%,NS向达60%。在100—30 s频带内噪声不降反升,原因有待进一步分析。 相似文献
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An exact formulation for borehole coupling, which is valid for all frequencies and all azimuthally symmetric and non-symmetric components, is presented. The borehole effects on downhole seismic measurements are studied in detail as functions of frequency, angle of incidence and polarization of an incident wave as well as geophone orientation. We found that correction for the borehole effect on downhole measurements should be made for frequencies above 500 Hz in a hard formation. In a soft formation, if the angle of incidence is well away from the resonance angle for SV incidence, no borehole correction is needed for frequencies below 300 Hz, while for frequencies above 300 Hz, the borehole can cause severe problems in downhole measurements. The borehole can also significantly alter the particle motion direction which implies that horizontal component rotation from data itself is unreliable for experiments with frequencies above 1 kHz in the hard formation and around 500 Hz in the soft formation. 相似文献
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Complexities of landscape evolution during incision through layered stratigraphy with contrasts in rock strength 总被引：1，自引：0，他引：1 
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下载免费PDF全文 Variation in the erodibility of rock units has long been recognized as an important determinant of landscape evolution but has been little studied in landscape evolution models. We use a modified version of the Channel‐Hillslope Integrated Landscape Development (CHILD) model, which explicitly allows for variations in rock strength, to reveal and explore the remarkably rich, complex behavior induced by rock erodibility variations in even very simple geologic settings with invariant climate and tectonics. We study the importance of relative contrasts in erodibility between just two units, the order of these units (whether hard rocks overlie soft or soft rocks overlie hard) and the orientation of the contact between the two units. We emphasize the spatial and temporal evolution of erosion rates, which have important implications for basin analysis, detrital mineral records, and the interpretation of cosmogenic isotope concentrations in detrital samples. Results of the landscape evolution modeling indicate that the stratigraphic order of units in terms of erodibility, the gross orientation of the contact (i.e. dipping away or toward the outlet of the landscape) and the contact dip angle all have measurable effects on landscape evolution, including significant spatial and temporal variations in erosion rates. Steady‐state denudation conditions are unlikely to develop in landscapes with significant contrasts in rock strength in horizontal to moderately tilted rock layers, at least at the scale of the entire landscape. Additionally, our results demonstrate that there is no general relation between rock erodibility and erosion rates in natural settings. Although rock erodibility directly controls the erosion rate constant in our models, it is not uncommon for higher erosion rates to occur in the harder, less erodible rock. Indeed erosion rates may be either greater or less than the rock uplift rate (invariant in time and space in our models) in both hard and soft rocks, depending on the local geology, topography, and the pattern of landscape evolution. Copyright © 2016 John Wiley & Sons, Ltd. 相似文献
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本文根据活断层资料,在软材料实验基础上,用激光全息光弹实验法分析了南天山东段构造应力场特征,实验结果表明,本区现代构造应力场主压应力为近南北向。在水平挤压力作用下,近东西向构造明显呈挤压状态,北东、北西向断层呈左旋或右旋走滑。τ_(max)、σ_1、σ_2的分布相似,其高值区展布于断层端点、交汇区等特殊部位。提出塔格拉克、库车—轮台、库尔勒东南为应力集中区。 相似文献
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海底定向测量技术可为海底观测、原位探测和沉积物取样等海洋地质与地球物理调查提供高精度姿态方位信息,进而拓展海洋科学与工程研究领域.本文系统介绍了自主研发海底磁方位仪的工作原理、技术方法.系统误差分析表明,海底磁方位仪的定向精度与其安装环境中的软磁材料对测点位置地球磁场干扰的情况密切相关.本文针对性的提出一套可行的磁补偿试验方法,有效地消除安装环境中软磁材料对整机定向精度的影响.实际案例和典型应用的分析研究表明,在无电器设备的情况下,整机系统定向精度小于1°.而有电器的设备环境中,定向精度在3~5°范围左右,可满足目前海洋地学调查中对方位信息的测量需求. 相似文献
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软土由于具有强度低、渗透性小、压缩性高、欠固结以及流变效应等不利于工程建设的特性,通常不被选做天然地基。但当软土以建筑环境或地基夹层存在时,对工程会带来一定的危害。在动力的作用下,软土表现特殊的力学行为,在地震作用有时会产生震陷;位于表层的软土放大效果显著;位于底层的软土有时具有隔震的作用。由于软土在动力学实验方面存在一定的困难,并且缺少软土场地的强震记录,使得这方面的研究受到一定影响。简要介绍了软土的成因及工程特性;总结和归纳了国内外软土的动剪切模量比和阻尼比以及剪切波速等动力学参数的特征,评述了软土动本构关系和地震反应特性等方面的研究进展,在此基础上提出了目前需要进一步开展研究的问题。该项工作对从事软土研究的科技工作者有一定的参考价值。 相似文献
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研究具有代表性的Kostzadinov and Yamazaki液化识别方法的可行性,特别是对软土和液化场地的识别能力.选择包含了13个软土场地的52个场地实际地震纪录,分析结果表明,该方法识别成功率随场地类别变软而显著降低,对中硬、中软和软土非液化场地成功率分别为100％、70.6％和46.2％,对液化场地成功率为6... 相似文献
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Benjamín Westenenk Juan Carlos de la Llera Rosita Jünemann Matías A. Hube Juan José Besa Carl Lüders José Antonio Inaudi Rafael Riddell Rodrigo Jordán 《Bulletin of Earthquake Engineering》2013,11(1):69-91
Observed trends in the seismic performance of eight severely damaged reinforced concrete (RC) structures after the February 27, 2010, Chile earthquake are presented in this article. After a reconnaissance and surveying process conducted immediately after the earthquake, several aspects not conventionally considered in building design were observed in the field. Most of the considered structures showed extensive localized damage in walls of lower stories and first basements. Several factors indicate that damage was brittle, and occurred mainly in recent RC structures supported on soft soils with some degree of vertical and/or horizontal irregularity. Non-ductile behavior has been inferred due to the lack of evidence of spread damage in the structure, and the fact that very similar structural configurations existed nearby without apparent damage. Some key aspects in understanding the observed damage are: geographical orientation of the building, presence of vertical and horizontal irregularities, wall thickness and reinforcement detailing, and lack of sources for energy dissipation. Additionally, results of a building-code type analysis are presented for the 4 most critical buildings, and Demand/Capacity ratios are calculated and compared with the observed behavior. It is concluded that the design codes must be revised relative to wall design provisions. 相似文献
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以面积达270km2的广州城区为研究区,利用高密度分布的近12 000个钻孔,综合各行业规范对软土的定义,判别出广州城区的软土层,并详细分析其空间分布特征,结果为:研究区内近80%的面积其下伏地层有软土分布,软土层在广州城区埋藏较浅,其顶板埋深约6.0m以浅,并呈现中部浅、南北两侧深的特点;另外,软土层在广州城区沉积厚度差异较大,厚度不足1.5~13.5m者皆有分布,其中厚度大于3.0m的地区占了研究区面积的32%,同时软土的厚度分布呈现出研究区南部、西部的厚度大,中部、北部的厚度小,河流岸边的厚度大,远离河流的厚度小的特点,并且呈现出两个沉积中心。结合上述结果,初步预测出研究区内近1/3的面积在强烈地震时可能产生软土震陷,软土震陷区主要集中在研究区的西部和南部。 相似文献